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ICE Proceedings
E-ISSN
:
1753-7789
Volume 91, Issue 2, June 1991
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HIGHER ORDER, ONE-DIMENSIONAL EQUATIONS OF POTENTIAL FLOW IN OPEN CHANNELS.
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pp.
187–201
Author:
G D MATTHEW
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14974
Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 187-201 PAPER 9557 BOARD Higher order, one-dimensional equations potential of flow in open channels G. D. MATTHEW, BScEng, PhD, MICE* Second and third-order equations Cartesian co-ordinates in describing plane, potential flow, particularly in open channels, are derived by a possibly novel iterative procedure. Their accuracy and range of application aretested in a limited way on a free vortex test case and tentative limits set in terms of a depth: radius parameter 8...
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MULTI-STOREYED LONG-SPAN FACTORY BUILDING WITH 'TWIN ARCH TRUSS STRUCTURE.'
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pp.
203–214
Author:
Y REN JIE
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14979
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, June, 203-214 STRUCTURAL 9655 PAPER AND BUILDING BOARD Multi-storeyed long-span factory building with `twin arch truss structure ' YU REN-JIE* Introduction In the middle and late 1970s, on the basis of experimental data, a new structural system was evolved: the `twin arch truss' structure. This is a multi-storeyed longspan structural system, combining the idea of the archwith prestressed concrete. It is characterized by high strength and rigidity and isusedwidely, not only in constructing long span factory buildings of one storey or with sawtooth roofs, but, also, with particular success, in constructing multi-storeyed long-span factory buildings...
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DEFLEXION CONTROL IN THE NON-LINEAR DESIGN OF CONTINUOUS CONCRETE BEAMS.
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pp.
215–235
Authors:
M Z COHN; Z LOUNIS; BS 8110
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14980
Proc. Instn Civ. Engrs, Part 2,1991,91, June, 215-235 BOARD PAPER STRUCTURAL UILDING AND 9610 Deflexion control the non-linear in design of continuous concrete beams M. Z . COHN* Z . LOUNISt A simplified non-linear design approach is proposed for the simultaneous satisfaction of the ultimate limit state limit equilibrium and the serviceability limit of state of deflexion without an explicit check of maximum deflexions. Satisfaction of the limit equilibrium criterion is ensured by setting a lower bound on the collapse load factor, while the deflexion criterion is satisfied by setting a lower bound on the first plastic hinge load factor, which indirectly ensures that maximum deflexions at service load are within some specified limits...
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TRANSVERSELY STIFFENED GIRDER WEBS SUBJECTED TO COMBINED IN-PLANE LOADING.
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pp.
237–258
Authors:
K N RAHAL; J E HARDING
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14981
Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURAL AND BUILDING BOARD Transversely stiffened girder webs subjected to combined in-plane loading K. N. RAHAL, PhD* J. E. HARDING, PhD, DIC, MICE, FStructEt A fully non-linear finite element analysis is used to examine parametrically the effect of combined shearand direct in-plane loading on the behaviour of transverse stiffeners in girder webs. Attention is paid to the way the various geometrical and material parameters affect the deflection of the stiffener and the peak capacity of the stiffened plate...
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EXPERIMENTAL BEHAVIOUR OF PARTIALLY ENCASED COMPOSITE BEAM-COLUMNS UNDER CYCLIC AND DYNAMIC LOADS.
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pp.
259–272
Authors:
A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14982
Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BUILDINGPAPER BOARD STRUCTURAL AND 9714 Experimental behaviourof partially encased composite beam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y. ELGHAZOULI, MSc, DIG$ P. J. DOWLING, FEngg This Paper presents a brief accountof the results from a series tests on partially encased of compositesteel/concretebeam-columnsundercyclicandpseudo-dynamicloading.The specimens were designed at Imperial College, in conformance with European code regulations...
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ANALYSIS OF COUPLED WALL/FRAME STRUCTURES BY FRAME METHOD WITH SHEAR DEFORMATION ALLOWED.
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pp.
273–297
Author:
A K H KWAN
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14983
Proc. Instn Cio. Engrs, Part 2, 1991, 91, June, 213-291 PAPER 9119 STRUCTURAL AND BUILDING BOARD Analysis of coupled wall/frame structures frame by method with shear deformation allowed A. K. H. KWAN, BSc(Eng),PhD, MICE* The use of wide column frame analogy to analyse coupled wall/frame structures has been popular for many years. However, since shear deformation of the walls has not been appropriately considered, the existing frame methods arenot applicable to those cases where shear deformation is significant: e...
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MODEL TESTS ON MASONRY ARCHES. (INCLUDES APPENDICES).
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pp.
299–321
Authors:
R ROYLES; A W HENDRY
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14997
Proc. Instn Civ. Engrs, Part 2, 1991,91, June, 299-321 PAPER 9738 BUILDING BOARD STRUCTURAL AND Model tests masonry arches on R. ROYLES, BSc(Eng), PhD, MICE, MIStructE, FBSSM* A. W. HENDRY, BSc, PhD, DSc, FICE, FIStructE, FRSE* This Paper gives an account of a series of tests on 24 model arch bridges with spans of 1.0, 2.08 and 2.48m. The object of the tests was to examine the general behaviour of these structures, which had span to rise ratios between 2...
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EFFECT OF SUPPORT CONDITIONS IN LIQUID-FILLED SPHERICAL VESSELS. PART 1: LIMITING RING-BEAM STIFFNESSES.
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pp.
323–346
Authors:
A ZINGONI; M N PAVLOVIC
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14998
Proc. Instn Cio. Engrs, Part 2, 1991,91, June, 323-346 PAPER 9751 STRUCTURAL AND BUILDING BOARD Effect of support conditionsin liquid-filled spherical vessels. Partl :limiting ring-beam stiffnesses A. ZINGONI, BSc, MSc, DIC* M. N. PAVLOVIC, BEng, MEngSc, PhD* Spherical vessels are widely used for the containment of liquid on account of their efficient shape. It is well known that the membrane hypothesis, while providing a satisfactory estimate of stresses in regions of the shell remote from the support, becomes inadequate in the support zone, since a realistic assessment of stresses there has to take into account bending effects...
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EFFECT OF SUPPORT CONDITIONS IN LIQUID-FILLED SPHERICAL VESSELS. PART 2: INCLINED SUPPORTS.
More details
pp.
347–363
Authors:
A ZINGONI; M N PAVLOVIC
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.14999
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, June, 341-363 PAPER 9152 STRUCTURAL AND BUILDING BOARD Effect of support conditions in liquid-filled spherical vessels. Part 2 :inclined supports A. ZINGONI, BSc, MSc, DIC* M. N. PAVLOVIC, BEng, MEngSc, PhD* This Paper completes the studyof the effect of kinematic constraints imposed on the shell by the support system on thesupport-zone stresses and whole-domain displacements in a liquid-filled spherical vessel. A different approach is outlined for the particular problem of the spherical vessel supported on tangentially-inclined columns...
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DISCUSSION. CIRCUMFERENTIAL PRESSURES ON A FIXED VERTICAL CYLINDER IN WAVES.
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pp.
365–372
Authors:
A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14995
Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494 WATER ENGINEERING GROUP Circumferential pressures on fixed vertical a cylinder in waves A. G. L. Borthwick and D. M. Herbert Dr Basil W. Wilson,Consulting Oceanographic Engineer, Pasadena, California The purpose of this discussion is to draw attention to unpublished information (exceptin the form of project research report^'^.'^ and an incomplete formal reportt6), which bears on the Authors' Paper and results. Specifically, tests were made as long ago as 1955-57 on a D = 30 in (0...
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DISCUSSION. STEEL-CONCRETE COMPOSITE GIRDER WITH EPOXY BONDING.
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pp.
373–375
Authors:
D S PRAKASH RAO; D S P RAO; S P SHARMA; G C MAYS; A E VARDY; D S P RAO
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.14996
Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 373-375 DISCUSSION ON PAPER 9567 STRUCTURAL ENGINEERING GROUP Steel-concrete composite girder with epoxy bonding D. S. Prakash Rao and S. P. Sharma Dr G. C. Mays, Royal Military Collegef Science, Shrivenham, and o Professor A. E Vardy, University o Dundee . f In their Paper, Professor Prakash Rao and Dr Sharma draw the attention of the civil engineering profession to one possibility for using adhesives in a truly structural sense...
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209.71K
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